Title1,Title2,Title3,Title4,Title5
Director General Of National Cadet Corps (dgncc)
Posted:
19 November 2024
Closed:
10 December 2024
GEM
GEM
Government Tender Published for Title1,Title2,Title3,Title4,Title5 in SHIMLA, HIMACHAL PRADESH
Bid Publish Date
26-Jul-2025, 11:29 am
Bid End Date
16-Aug-2025, 12:00 pm
Location
Progress
Issue26-Jul-2025, 11:29 am
AwardPending
Quantity
25
Category
Title2
Bid Type
Two Packet Bid
Categories
31
CASHEW NUT KAJU TEXTURE ANALYZER LNG WIND MILL ENERGY PROJECT DENSITY METER PLATFORM SCALE TEXTURE ANALYSER TRIAXIAL TEST BEARING HOLDERS BARITONE HORNS SHRINKAGE LIMIT ZINC SULPHATE BROWN SUGAR PLASTIC POROSIMETERS AIR CYLINDERS AUCTION OF WOOD BIRD FEED ESCRAP PENETROMETERS BULK DENSITY POWER DIATOMACEOUS EARTH BATTERY ACID HYDROMETERS TRANSFORMER OIL BLEACHING EARTH WORM GEAR SUPPLY OF SYNTHETIC FABRIC ALLUVIUM SOIL DRY DENSITY
Indian Army has released a public tender for Title1, Title2, Title3, Title4, Title5 in SHIMLA, HIMACHAL PRADESH. Quantity: 25. Submission Deadline: 16-08-2025 12: 00: 00. Download documents and apply online.
Documents 4
GeM-Bidding-8142279.pdf
Main Document
BOQ Document
BOQ
BOQ Document
BOQ
GEM General Terms and Conditions Document
GEM_GENERAL_TERMS_AND_CONDITIONS
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Archaeological Survey Of India (asi)
BELLARY, KARNATAKA
Posted:
17 November 2025
Closed:
10 December 2025
GEM
Tender Results
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Bill of Quantities (BOQ)
5 Items
| Item # | Title | Description | Quantity | Unit | Consignee | Delivery (Days) |
|---|---|---|---|---|---|---|
| 1 | Title1 | Mobalisation of necessary eqpt and man power to the project site and dismantling of the same of completion of field work from the site | 1 | per loc | gejutoghbso | 30 |
| 2 | Title2 | Provision of two bore hole of 150 mm dia in any type of soil upto max 10 mtr or upto refusal N 100 whichever meet first conducting standard penetration test as per IS 2131 1981 reaffirmed 2016 Test shall be made at not more than 1 50 mtr interval or on change of strata whichever is less | 20 | per meter | gejutoghbso | 30 |
| 3 | Title3 | Conducting following lab test on bore collected soil sample i Direct Triaxial shear Test ii Grain distribution curves & Pattern in bore holes iii Bulk density iv Natural Moisture Content v Dry Density vi Water Table vii Specific gravity viii Atterberg limit ix Hydrometer analysis x Liquid & Plastic limit xi Swelling Index | 2 | each bore hole | gejutoghbso | 30 |
| 4 | Title4 | Collection of lab test data Calculation of Gross and Net safe Bearing Capacity and preparation of report on minimum 80 GSM A4 size white paper duly spiral bound in quintuplet duly vetted by any IIT NIT Vetting shall not be in the personal Capacity of the Professor For foundation report shall recommend type of foundation and sizes at different depths below NGL including size Gross and net Safe Bearing capacity | 1 | one job | gejutoghbso | 30 |
| 5 | Title5 | i Photographic record of geo exploration as well as testing shall also part of the report ii Recommendation as regards possibility of liquefaction of soil in case of saturated or partially saturated loose uncompacted sandy soil iii Swelling index and swelling pressure in respect of black cotton soil and its depth layer if any iv Depth of Gr water Table GWT in peak mansoon lowest and peak summer highest after correlation of result with seasonal of water table in the station v Recommendation for filling under floors vi RL of Ground level Foundation level with ref to a BM should invariably be mentioned in the soil investigation report | 1 | one job | gejutoghbso | 30 |
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2
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3
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4
OEM Authorization Certificate
5
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6
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Documents 4
GeM-Bidding-8142279.pdf
Main Document
BOQ Document
BOQ
BOQ Document
BOQ
GEM General Terms and Conditions Document
GEM_GENERAL_TERMS_AND_CONDITIONS